| Phase I benchmark control problem for seismic response of cable-stayed bridges SJ Dyke, JM Caicedo, G Turan, LA Bergman, S Hague Journal of Structural Engineering 129 (7), 857-872, 2003 | 345 | 2003 |
| Phase II benchmark control problem for seismic response of cable‐stayed bridges JM Caicedo, SJ Dyke, SJ Moon, LA Bergman, G Turan, S Hague Journal of Structural Control 10 (3‐4), 137-168, 2003 | 130 | 2003 |
| Active control of a cable-stayed bridge against earthquake excitations G Turan University of Illinois at Urbana-Champaign, 2001 | 36 | 2001 |
| Energy dissipation and performance assessment of double damped outriggers in tall buildings under strong earthquakes M Morales‐Beltran, G Turan, O Dursun, R Nijsse The Structural Design of Tall and Special Buildings 28 (1), e1554, 2019 | 29 | 2019 |
| A two-stage Bayesian algorithm for finite element model updating by using ambient response data from multiple measurement setups Ç Hızal, G Turan Journal of Sound and Vibration 469, 115139, 2020 | 25 | 2020 |
| Distribution of strong earthquake input energy in tall buildings equipped with damped outriggers M Morales‐Beltran, G Turan, U Yildirim, J Paul The Structural Design of Tall and Special Buildings 27 (8), e1463, 2018 | 24 | 2018 |
| Comparison of modeling techniques for dynamic analysis of a cable-stayed bridge JM Caicedo, SJ Dyke, G Turan, LA Bergman Proceedings of the Engineering Mechanics Conference, ASCE, 21-23, 2000 | 23 | 2000 |
| A mode shape assembly algorithm by using two stage Bayesian Fast Fourier Transform Approach Ç Hızal, G Turan, E Aktaş, H Ceylan Mechanical Systems and Signal Processing 134, 106328, 2019 | 16 | 2019 |
| Structural health monitoring for bolt loosening via a non-invasive vibro-haptics human–machine cooperative interface M Pekedis, D Mascerañas, G Turan, E Ercan, CR Farrar, H Yildiz Smart Materials and Structures 24 (8), 085018, 2015 | 15 | 2015 |
| Benchmark control problem for seismic response of cable-stayed bridge JS Dyke, JM Caicedo, G Turan, LA Bergman, D Hague Website: http://wusceel. cive. wustl. edu/quake/, J. of Structural Engrg., ASCE, 2000 | 12 | 2000 |
| μ-Synthesis control of a cable-stayed bridge against earthquake excitation G Turan, P Voulgaris, L Bergman Proc., 3rd World Conf. in Structural Control, 2002 | 11 | 2002 |
| Benchmark control problem for seismic response of cable-stayed bridges, 2000 SJ Dyke, G Turan, JM Caicedo, LA Bergman, S Hague Benchmark Problem Package Available at the World Wide Website: http …, 0 | 11 | |
| An improved passive tuned mass damper assisted by dual stiffness M Roozbahan, G Turan Structures 50, 1598-1607, 2023 | 8 | 2023 |
| Importance of static correction and damping in the analysis of a cable-stayed bridge subjected to displacement loading Ç Hızal, G Turan Journal of Bridge Engineering 22 (6), 04017009, 2017 | 8 | 2017 |
| A hybrid control of seismic response by passive and semi-active control strategies G Kınay, G Turan Mühendislik Bilimleri ve Tasarım Dergisi 2 (1), 27-36, 2012 | 7 | 2012 |
| Pre-identification data merging for multiple setup measurements with roving references H Ceylan, G Turan, Ç Hızal Experimental Techniques 44, 435-456, 2020 | 6 | 2020 |
| Introducing a benchmark control problem for a cable-stayed bridge subjected to seismic excitation SJ Dyke, JM Caicedo, LA Bergman, G Turan Earthquake Engineering Frontiers in the New Millennium, 287-292, 2017 | 5 | 2017 |
| Hybrid control of a 3-d structure by using semi-active dampers G Turan Seismic evaluation and rehabilitation of structures, 329-340, 2014 | 4 | 2014 |
| Introducing Phase I of the Benchmark Problem on the Seismic Response Control of Cable-Stayed Bridges SJ Dyke, JM Caicedo, G Turan, LA Bergman, S Hague 7th US National Conference on Earthquake Engineering, Boston, MA, USA, 2002 | 4 | 2002 |
| Phase II benchmark control problem for cable-stayed bridges SJ Moon, SJ Dyke, JM Caicedo, LA Bergman, G Turan, S Hague The 3rd World Conference in Structural Control, Como, Italy, 2002 | 4 | 2002 |
